WQ0040514_Application (FTSE)_20181018

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(Io he completed by DWR)
All items must be completed or the apOication will be returned
1. APPLICANT INFORMATION:
l . Applicant's name: 'Down of llittsburo (company, municipality, HOA, utility, e(c.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ Statc/County ® Municipal
3. Signature authority's name: John Potcat per 15A NCAC 021' .0106(h)
Title: Utilities Director
4. Applicant's mailing address: 635 East Street
City: Pittsboro State: NC Zip: 27312-_
5. Applicant's contact information:
Phone number: [phone] Email Address: jpotcalr ni[tsbaronc.uov
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Chatham Park _DWRRh Off Sitc Utilities
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.78' Longitude:-79.15"
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Ken Orie License Number: 046579
Firm: McKim & Creed Inc.
Mailing address:.1730 Varsity Drive, Suke 500
City: Raleigh State: IBC Zip: 27606
Phone number: (9I9) 233-8091 Email Address: korienmckimcreed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pittsboro Waterwater Treatment Plant Permit Number: NCO020354
Owner Name: Town of Pittsbnrn
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Pcrmit Number(s): WQ Downstream (Receiving) Sewer Size: _ inch
Svstem Wide Collection System Permit Ntunber(s)(ifal2olicable): WQCS.
Owner Name(s):
FORM: FTA 04-16 Page I of5

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS COUNTIES SERVED
AshevilleRectional Office
2090 US Highway 70
Avery Buncombe Burke, Ca'dwell, Cherokee.
Water Quality Section
Swannanoa, North Carolina 2B778
Clay. Graham. Haywood, Henderson, Jackson,
[phone]
Macon. Madison McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain TransyNanja Yancey
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville Regional Office
225 Green Street Suite 714
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredel , Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Unson
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
(919) 7914200
Northampton, Orange, Person, Vance, Wake,
_
[phone] Fax
Warren, Wilson
Washiri ton Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional„ Office
450 W, Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORNI; FTA 04-16 & SUPPORTING DOCUNIENTATION Page of

V1. GENERAL REQUIREMENTS
I_ Ifthe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's onvnHiunal Aureement (F0ft;%'1; DLV) been attached?
❑ Yes [:]No ®NIA
3. Ifthe Applicant is a Home/Prooerl_O%%ne:re Ass,iciation, has an Operational A,reenient IFORM: 1-101) been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel andfor Motels
❑ School / preschool / day care ❑Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool+Filter Backwash
❑ Businesses / offices / factories ❑ Nursing I lome ❑ Other (Explain in Attachment)
5, Nature of wastewater : % Domestic/Commercial % Commercial
% Industrial (See 15.1 NCAC 02 T .0103(20))
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. F-las a Flow reduction been approved under 15A NC'AC 02T .01 1,1 1 '! ❑ Yes ❑ No
L If res, provicic :� cony of tlotir reduction ap,Itrova! letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 I4(l)
Daily Design flow °'b
No. of Units
Flow
gall
GPD
gal/
GPD
gal/
gall
GPD
GPD
gall
GPD
gall
GPD
Tolul
0 GPD
a Sze 15A NC'AC 02T .01 14(b), (d e I and (e)(2► for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G_S_ 4"AA),
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NC'AC 021'.01 141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per I JA NCAC: 02'F' .0114)
i+ Do not include future flows or previously permitted allocations
If permitted flow is zcrc, indicate why:
❑ Pump Station or Gravity Sewer where now will be permitted in subsequent permits that connect to this fine
❑ Flow has already been allocated in Permit Number: _
❑ Rehabilitation or replacement of existing sewer with no new flow expected
® Other (Explain): Dry lines installed for future use.
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MIX' (Gravitr Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
18 1310 DIP
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
V11I1, PUMPS ATION DESIGN CRI I'LIUA (If r�pplicnblc) 02 f .t13115 & �kmi Pum Slalionstrorce Mains):
COMPLETE FOR EACH PUMP Sl'ATION INCLUl)LD IN TIIIS PROJE("1'
1. Pump station number or name: N/A -Force mains exit from future Chatham Park Decentralized WRRF
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -�°
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feel)
Material
12 (Raw Line)
9381
PVC
12 (Effluent Line)
10,875
PVC
6. Power reliability in accordance with I SA NCAC 02'r .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(B)_
Y Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
D If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of multiple station power outage.
FORNT: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (0213.0200 & 15A NCAC 021' .0305(I)):
1. Does the project comply with all separations found in 15A NCAC 02T .03Qa & (L) ® Yes ❑ No
I5A NCAC 02T.0305(t) contains minimum senar:uinns that sh:,n be ,rO vici—i F.,e �. ,,,A.., r�...,,.•.
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below(vertical)
24 inches
Water mains vcrtical-water over sewer including in benched trenches)
18 inches
Water mains horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"*Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, I-IQW, or S13 from normal
high water (or tide elevation) and wetlands see item [X.2
50 feel
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 Feet
Any buildinp foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
_AnXswimming pools
10 feet
Final earth grade (vertical)
36 inches
15A NCAC 021'.030519) contains alternatives where separations in 02T.0305(Q cannot be achieved.
>: "Stream classifications can be identified using the Division's NC Surface Water Classifie:nions web age
D If noncompliance with 021'.03051I) orLgh see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
t See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required ifthe alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ NIA
D This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 R BuMr Permittin a Branch
5. Does project comply with 15A NCAC 02T_0105(c)((i) (additional permiWcertifications)? ® Yes [:]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 021'.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
Y If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply whh 15A NCAC 02 r, the %]ininunn Desi+,It C'rileria lm the Permitting or Pumn Stations
and Force Mains (latest version). and the Urivity Scl%er Minimum Design„Criteria -(latest versionl as applicable"
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the rei uest is reg aired prior to submittal of the Fast 'Track A f alieation and su 3urtim,
documents.
2, professional Engineer's Certification:
, Kenneth Orie
(Professional Engineer's name from Application Item M. I.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Nlinimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215,6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil pena.tics up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: ,•��,�� k CARO'�
S
�746579 -
_
�: -QP�,;
TH„ ,, ��,
3. Applicant's Certification per 15A NCAC 021' .0106(b):
I John Poteat attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge_ 1 understand that if all required parts of
this application are not completed and that if aft required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes I43-215.6A and 1.4.3-21 i.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of

DESIGN NARRATIVE
AND SUPPORTING CALCULATIONS
FOR
FAST TRACK SEWER APPLICATION
TOWN OF PITTSBORO
TOWN OF PITTSBORO
CHATHAM PARK DWRRF OFFSITE UTILITIES -
EFFLUENT & RAW SEWAGE FORCE MAIN
635 East Street
Pittsboro, North Carolina 27312
M&C Project rf 07234-0002
September 2018
Prepared by:
v McKEV &CREED
ENGINCI RS SURVEYORS I'tANNI RS
Ken Orie, PE
McKim & Creed, Inc.
1730 Varsity Drive, Suite 500
Raleigh, NC 27606
P:9I9-233-8091
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INDEX
Pittsboro, NC
Chatham Park DWRRF Off -Site Utilities Effluent and Raw Sewage Force Main
SECTION Page #�
Narrative....................................................................................................................................................1
QuadMap... .................................... —.— ............................... .................................................................... 2
AerialStreet Map...................................................................................................3

DESIGN NARRATIVE
1.0 PROJECT AND SITE DESCIPRTION
The purpose of the Chatham Park DWRRF Off -Site Utilities Effluent and Raw Sewage Force
Main project is to lay approximately 10,875 LF of 12" PVC effluent line and approximately 9,380
LF of 12" PVC force main to be installed parallel to US-64-BUS in NCDOT Right -of -Way
between the future Chatham Park Decentralized Water Resource Recovery Facility (DWRRF)
and Pittsboro's existing Wastewater Treatment Plant. Additionally, as a part of this project
approximately 1,310 LF of gravity sewer will be installed connecting to the raw sewage force
main.
The majority of the site is to be located along the southern Right -of -Way of US-64-BUS. The total
project has approximately 7.30 acres of disturbed area and all lines will be owned and
maintained by the Town of Pittsboro.
The alignment for both proposed lines start at the future Chatham Park Decentralized Water
Resource Recovery Facility (DWRRF). They cross under US HWY BUS 64 via jack and bore
through 24" steel encasement pipe and run parallel to the street in the Right -of -Way. Towards
the end of the alignment both lines turn off of US HWY BUS 64 and travel in the direction of the
Pittsboro W WTP. The raw sewage effluent main dumps into a proposed gravity sewer s
mentioned above and the finished effluent main connects to the existing wastewater plant.
2.0 EXSISTING SYSTEM
Currently the Town of Pittsboro has a Wastewater Treatment Plant that serves the immediate
area. It is permitted for direct discharge of 1.23 MGD to Robeson Creek in compliance with its
NPDES permit. The currently under construction Chatham Park Decentralized Water Resource
Recovery Facility is being built to serve the initial wastewater needs for the planned Chatham
Park development. The design capacity for the DWRRF will start at 0.5 MGD with a build out
capacity of 1 MGD. Additionally, the DWRRF is designed as a conjunctive use facility
providing effluent quality meeting requirements for discharge at the existing Town of Pittsboro
WWTP outfall at Robeson Creek in accordance with their NPDES permit requirements as well
as to meet the requirements for Type 2 RCW for reuse applications. The raw and effluent force
main proposed in this project will connect the distribution system between the DWRRF and the
existing Pittsboro plant. In the future when Chatham Park's reclaim distribution system comes
online, finished effluent will be pushed through the effluent force main to the Pittsboro plant
where it will either be chlorinated for reuse applications or discharged. During periods of high
wastewater flow the raw sewage force main can be used to divert excess flow beyond the
DWRRF's capacity to the existing Pittsboro plant.

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v Mq<IM&CREED
January 9, 2018
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
E N G I N E E R S
5Q RVPYC5R5
P L A N N E R S
M&C 01561-0009; 07234-0002
RE: CLLC PS & FM Imp & Suttles Rd Reclaim Water Ext
DWRRF Off Site Utilites: Raw & Effluent Force Main
Dear Mr. Robinson:
In response to the comments from your emails dated 12j7/18 and 12/11/18, please find the
following comment responses.
Questions from the 12/7/18 email:
1. On the CLLC application, Section IX.5 is checked "no". PIease explain.
Response: Per 15NCAC 02T.0105c(6), all permits required have to be prepared,
applied for or obtained. At the time of application, the required 401/404 permit
requirements were not clear based on USACE direction due to an easement
issue. This has since been remedied and the box should correctly be checked
"yes".
2. On the DWRRF application, Section IX.3 is checked "no". Please explain.
Response: The above statement and 40V404 application noted above was also
the cause for confusion over this item. Based on direction and corresponding
application, this box can also be checked "yes".
3. On both applications, in Section X.2., the P.E.'s name should be printed in the
blank, and the P.E.'s signature and date should be printed on or near the actual
seal. I think this is a NCBELS requirement. Also, on this sheet, the permittees
name should be printed in the first blank in X.3.
Response: This has been rectified and the completed applications are attacted.

Questions from the 12/11/18 email:
Please keep in mind that a modified permit will rescind and replace the old
permit of the same number. So this new application should everything in the old
permit that will not be replaced, plus any new lines or lines will replace old
Iines. The reason I bring this up is because the new application states that it is for
9,225 if of 12" Forcemain. But the older version of the permit (4/11/01) has 28 IF
of 8" gravity line, 2,760 LF of 3" Forcemain, 3,795 LF of 6" FM, and 1,740 If of 6'
FM. Will the new 12" FM replace all of this? Or only some, while some it stays in
operation?
Response: The 9,225 LF of 12" force main included in the application is new to
the sanitary sewer system and not intended to replace any of the exsisting
infrastructure. All of the exsisting verbage in the exsisting permit, dated
4/11/O1, for 281F of 8" gravity line, 2,760 LF of 3" Forcemain, 3,795 LF of 6" FM,
and 1,7401E of 6' FM should remain. A map is attached for further clarification.
2. Also, the old permit is for 27,000 gpd and mentions 1,000 students. The new
permit states it's for 140,000 GPD. Section Vi.7 says to "see attached letter" for an
explanation of the 140,000 GPD, but I don't see where it explains where the
140,000 came from. This newly issued permit should only cover the 27,000 GPD
that were in the initial permit, plus any new connections that are being added as
part of the other project.
Response: The 140,000 GPD projection was based on hydraulic modeling done
for the future development of this area at the time of the original submittal
application. Since then, additional modeling has been done that projects the
sewer flow for the basin as 285,400 GPD. This number is reflected in the Master
Plan that has been provided to the Town of Pittsboro for planning purposes.
Excerpts from the report are attached and the area that pertains to this project is
refered to as Section 7.1 under "Regional Center".
Since the 285,400 GPD figure is future predicted flow, until development of the
surrounding area has occurred, flows from Northwood High School will be
redirected to the CLLC Pump Station for start up purposes and then returned to
it's original configuration once the pump station begins receiving flows large
enough to keep it running.
v� MCKIM&CREED

3. The permit states that this project is called the "CLLC Pump Station and FM
Improvements..." but Section 3.0 of the narrative call this "iuiprovernents proposed
for the Eno River Lift Station". And the old permit was called "North Woods High
School, Carolina Living & Learning Center". What should we call this project for
the purposes of the sewer extension permit that will be issued for it?
Response: The permit should retain the same name. A corrected narrative has
been attached.
If you have any questions or concerns in regards to the enclosed documents, please do
not hesitate to contact the Engineer's office.
Sincerely,
McKIM & CREED, INC.
Kenneth L. Qrie, PE
Senior Project Manager
v
� MCKW&CREED

v MCKIM&CREED
October 17, 2018
ENGINEERS
SURVEYORS
PLANNERS
M&C 07234-0002(40)
Mr. Jason Robinson
Environmental Engineer NC Dept c f Environmental QuaIit,
NCDEQ PERCS
3800 Barrett Drive 18
2018
Raleigh, NC 27609 OCTUl•
RE: Town of Pittsboro Raleigh Regional Office
CD-2018-02 CP DWRRF Off Site Utilities Effluent & Raw Sewage
Fast Track Sewer Extension Application (Form: FTA 04-16)
Dear Mr. Robinson:
We respectively submit this application for a Fast Track Sewer Extension Permit on behalf of the
Town of Pittsboro for the subject project. This project includes the instillation of approximately
10,875 LF of 12" PVC effluent force main and approximately 9,380 LF of 12" PVC raw sewage force
main to be installed parallel to US-64-BUS in NCDOT Right -of -Way between the future Chatham
Park Decentralized Water Resource Recovery Facility (DWRRF) and Pittsboro s existing Wastewater
Treatment Plant.
We are submitting two sets: one original, and one copy of the following documentation for your
review and approval:
• One (1) M&C Check in the amount of $480.00
• One (1) paper copy of the design narrative and supporting documents, including maps
• One (1) paper copy of the Fast Track Sewer Extension Application
• One (1) paper copy of the plans including cover sheet, index sheet, plan/profile sheets and
details sheets.
• One (1) paper copy of the Technical Specification
• One (1) CD containing electronic copies of the above documentation, each item in separate
folders.
Please let me know if you have any questions or need additional information. If you have any
questions please feel free to contact at [phone] or by email at korie(+mckimcreed.com
Sincerely,
1730 Varsity Drive McKIM & CREED, Inc.
Suite 500
Raleigh, NC 27606
919.233.809, Ken Orie, PE
Project Manager
Fox919.233.8031
cc: Robin Rose (electronic)
www.mckimcreed.com

Robinson, Jason
From: Ken Orie <[e-mail]>
Sent: Saturday, January 12, 2019 8:43 AM
To: Robinson, Jason; [e-mail]
Cc: Cashion, Ted; Deck, Erin M; Elizabeth Goodson ([e-mail]);
Fertenbaugh, Christyn L
Subject: (External] RE: CLLC Pittsboro Sewer Extension Applications
Attachments: 2018.01.11-Robinson Comment Response.pdf
• EAemafema!(, Do not clic ,links -or open sftacFimem! unless you verified. Send a l suspiaipus email "an attadMent -to
Jason,
Thank you again for your patience. I wish this was more of a cut and dry type application but the longer I am in this
business, the more infrequent the simple ones become. I have attached a formal response to your comments as
requested. If you have any other questions, feel free to reach out again.
Regards,
Ken Orie
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, January 8, 2019 4:34 PM
To: Ken Orie <[e-mail]>; [e-mail]
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>; Elizabeth Goodson
([e-mail]) <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: RE: CLLC Pittsboro Sewer Extension Applications
Hi Ken,
Thank you for the project report. That was helpful in understanding this project more. With that said, we still need
additional information from you/Pittsboro before we can review the application and issue the permit.
First, the following questions/comments need to be addressed (these are only in reference to the CLLC PS & FM
application, and not the Chatham Park DWRRF application we received on the same day).
Section IX.5 is checked "no". Please explain.
In Section X.2., the P.E.'s name should be printed in the blank, and the P.E.'s signature and date should be
printed on or near the actual seal. I think this is a NCBELS requirement. Also, on this sheet, the permittees
name should be printed in the first blank in U. After we get the other issues straightened out, an new
application should be submitted with these items addressed.
As I mentioned in my December 11 email below, when a modified permit is issued, it rescinds the older versions
of the permit. So the application should include everything that is in the old permit that will remain in
operation, everything new that is being added, and remove anything in the old permit that will be taken out of
operation (please see my Dec 11 email for more detail)

a. inns not only applies to iengtns or one, out to pump stations. i ne oia pertnu mtiuueu /- trump
stations. The new application only describes 1 pump station. Will one of the two pump stations in the
old permit be abandoned? if not, the new application should include two pump stations.
4. The old permit is called "North Woods High School & Carolina Living & Learning Center". Should the new
permit, that will rescind the old permit, keep the same name? Or should it be named something else?
5. Section 3.0 of the narrative call this "improvements proposed far the Eno River Lift Station".
6. The old permit was for 27,000 GPD. This appears to be for the North Woods HS and the Carolina Living and
Learning Center. The new application is for 140,000. There is a document that explains how the 140,00 was
calculated (369 apts @ 200 gal/unit; 600 seat theatre @ 5 gal/seat
a. What design flowrates are used? It does not appear to be from 02T .0114(f).
b. How was it determined that using low flow fixtures would reduce the flow by 15%?
c. Does the 140,000 include the 27,000 that was in the older permit? (it should, since the modified permit
will rescind the old permit).
Please respond in writing to the above questions.
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
—Subscribe to Collection System & Sewer Permitting Updates`"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lmv and may be disclosed to
third parties.
From: Robinson, Jason
Sent: Friday, January 04, 2019 4:58 PM
To:'Ken Orie' <KOrie mckimcreed.com>
Cc: [e-mail]: Cashion, Ted <[e-mail]>; Deck, Erin M <erin.deck ncdenr. ov>; Elizabeth
Goodson (e oodson ittsboronc. ov) <[e-mail]>
Subject: RE: [External] CLLC Pittsboro Sewer Extension Applications
Thanks Ken,
I'll try to look over this over the weekend to get a better understanding of the project. However, we're still going to
need written answers the questions below so we can determine what revisions need to be made to the application(s).
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200

"Subscribe to Collection System & Sewer Permitting Updates"
E mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parVes
From: Ken Orie <[e-mail]>
Sent: Thursday, January 03, 2019 3:03 PM
To: Robinson, Jason <'ai [e-mail],>
Cc: ipoteat@pittsboronc.g_ov: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>; Elizabeth
Goodson ([e-mail]) <e oodson ittsboronc. ov>
Subject: [External] CLLC Pittsboro Sewer Extension Applications
-rrra { 0 ialL De,not clickliAks or open atEachrher�'#s unless you verified. Send all susplciou� email as air attachrrentto
keyort-.span
Jason,
The report for the pump station was being requested by Elizabeth Goodson, PE of the Town of Pittsboro as well as
yourself. I have attached it for your review.
Please feel free to call or write with any questions.
Regards,
Ken Orie
From: Ken Orie
Sent: Friday, December 21, 2018 3:15 PM
To: Robinson, Jason <iasonA.robinsoI2ncdenr.eov>
Cc: [e-mail]: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: Re: Pittsboro Sewer Extension Applications
Jason,
Thank you for following up. We will have a report that reflects everything you requested right around the new year.
Happy holidays,
Ken Orie
Please excuse any typographical errors. Sent from my mobile device.
On Dec 20, 2018, at 3:56 PM, Robinson, Jason < [e-mail]> wrote:
We're following up on the two emails below that were sent on 12/7 and 12/11. They are
comments/questions for two separate applications we received for Pittsboro.
-Jason

------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates—
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Robinson, Jason
Sent: Tuesday, December 11, 2018 4:00 PM
To:'[e-mail]' <korie mckimcreed_com>;'' oteat ittsboronc. ov'
<ipoteat(@Dittsboronc.gov
Cc: Cashion, Ted <ted.cashion ncdenr_ ov>; Deck, Erin M <erin.deckRncdenr.g0v>
Subject: RE: Pittsboro Sewer Extension Applications
In addition to the comments in my email sent on 12/7, we have some further questions regarding the
sewer extension application for the CLLC PS (Modification to WQ0010602).
Please keep in mind that a modified permit will rescind and replace the old permit of the same
number. So this new application should everything in the old permit that will not be replaced,
plus any new lines or lines will replace old lines. The reason l bring this up is because the new
application states that it is for 9,225 If of 12" Forcemain. But the older version of the permit
(4/11/01) has 28 IF of 8" gravity line, 2,760 LF of 3" Forcemain, 3,795 LF of 6" FM, and 1,740 If
of 6' FM. Will the new 12" FM replace all of this? Or only some, while some it stays in
operation?
Also, the old permit is for 27,000 gpd and mentions 1,000 students. The new permit states it's
for 140,000 GPD. Section Vi.7 says to "see attached letter" for an explanation of the 140,000
GPD, but I don't see where it explains where the 140,000 came from. This newly issued permit
should only cover the 27,000 GPD that were in the initial permit, plus any new connections that
are being added as part of the other project.
The permit states that this project is called the "CLLC Pump Station and FM Improvements..."
but Section 3.0 of the narrative call this "improvements proposed for the Eno River Lift
Station". And the old permit was called "North Woods High School, Carolina Living & Learning
Center". What should we call this project for the purposes of the sewer extension permit that
will be issued for it?
Please respond to the questions above before resubmitting anything. We have may have more
questions/comments that will need to be addressed first.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations

Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
i--moiY correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Robinson, Jason
Sent: Friday, December 07, 2018 10:03 AM
To:'korie mckimcreed.com' <korie(mmmckimcreed.com>;'ipoteat@pfttsboronc,gov'
<[e-mail]>
Cc: Cashion, Ted <ted.cashion@ncdenr,eov>; Deck, Erin M <erin.deek@ncdenr; g0v>
Subject: Pittsboro Sewer Extension Applications
We're reviewing 2 Pittsboro Sewer Extension Applications: 1) Chatham Park DWRRF Offsite Utilities and
2) CLLC Pump Station & Force Main Improvements and have the following comments.
1. On the CLLC application, Section IX.5 is checked "no". Please explain.
2. On the DWRRF application, Section IX.3 is checked "no". Please explain.
3. On both applications, in Section X.2., the P.E.'s name should be printed in the blank, and the
P.E.'s signature and date should be printed on or near the actual seal. I think this is a NCBELS
requirement. Also, on this sheet, the permittees name should be printed in the first blank in
X.3.
Please first answer questions 1 and 2 above. Then we'll need to have a new original hard copy of each
permit mailed to us with the items in #3 above addressed in Section X.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
Disclaimer
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uiscllailmer
This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they
are addressed. If you have received this e-mail in error please notify the system manager. Please note that any views or opinions
presented in this e-mail are solely those of the author and do not necessarily represent those of the company. Finally, the recipient
should check this e-mail and any attachments for the presence of viruses. The company accepts no liability for any damage caused
by any virus transmitted by this e-mail.
6